CN208472935U - Assembled architecture component - Google Patents
Assembled architecture component Download PDFInfo
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- CN208472935U CN208472935U CN201821032910.8U CN201821032910U CN208472935U CN 208472935 U CN208472935 U CN 208472935U CN 201821032910 U CN201821032910 U CN 201821032910U CN 208472935 U CN208472935 U CN 208472935U
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- fagging
- assembled architecture
- floor slab
- precast floor
- cavity
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Abstract
The utility model relates to a kind of construction engineering technical fields, more particularly to a kind of assembled architecture component, including precast floor slab and support column, precast floor slab is equipped with connecting hole, precast floor slab is sheathed on support column by connecting hole, the bottom surface of precast floor slab offsets with fixed crossbeam, stringer on the support columns, connecting hole is stepped hole, connection component is equipped in stepped hole, the upper surface of connection component is lower than the upper surface of stepped hole, and connection component includes the peripheral board being fixedly connected with stepped hole inner wall and the fixed interior coaming plate being set on support column；Using the assembled architecture component of technical solutions of the utility model, for improving the structural strength of precast floor slab Yu support column junction, the quality of shockproof, waterproof effect and precast floor slab building.
Description
Technical field
The utility model relates to a kind of construction engineering technical fields, and in particular to a kind of assembled architecture component.
Background technique
In recent years, assembled architecture is fast-developing, and country encourages building enterprise's fabricated construction, assembled in situ.Assembled
Building is with prefabricated component building made of assemble in site, compared with traditional construction mode, assembled architecture construction speed
Fastly, climate conditionality is small and saves labour.Its feature formula that exactly " plays with building blocks " puts up a house, " production " room on assembly line
Son.And traditional reinforced concrete cast-in-situ technology, also known as wet work, though it is very big to town and country construction fast development contribution, it deposits
The drawbacks of it is also outstanding day by day, for example, the waste of steel, cement is serious；Water consumption is excessive；The problems such as building site environment is poor.Therefore, become
Traditional construction mode is removed from office, developing assembled architecture is also energy-saving and environment-friendly demand.
In assembled architecture, it can guarantee the quality of prefabricated components, assembled well since prefabricated components are prefabricated in the factory
The safety of structure depends primarily on the connection of these components and surrounding member.The seimic disaster census of each secondary violent earthquake is found: in entirety
In collapsed building, precast beam, column component damage are lighter, and main collapse the reason is that in frame structure between each component
Continuous damage.
Precast floor slab is installed on support column, since, there are gap, traditional passing through is existing between precast floor slab and support column
The mode of pouring concrete fills the gap, so that precast floor slab and support column are connected as overall structure, but encounters earthquake, prefabricated building
The direct Transverse Impact support column of meeting, causes support column easily damaged, directly affects the anti-seismic performance in house during plate shakes.This
Outside, gap is also also easy to produce between precast floor slab and cast-in-place concrete, waterproof ability is weaker.Therefore, in order to solve the above technical problems,
It is necessory to provide assembled architecture component, to overcome the defect in the prior art.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of assembled architecture component, for improve precast floor slab with
The structural strength of support column junction, the quality of shockproof, waterproof effect and precast floor slab building.
In order to solve the above-mentioned technical problem, the utility model provides a kind of assembled architecture component, including precast floor slab and
Support column, the precast floor slab are equipped with connecting hole, and the precast floor slab is sheathed on support column by connecting hole, described prefabricated
The bottom surface of floor offsets with fixed crossbeam, stringer on the support columns, wherein the connecting hole is stepped hole, the step
Connection component is equipped in hole, the upper surface of the connection component is lower than the upper surface of stepped hole, and the connection component includes and platform
The peripheral board and the fixed interior coaming plate being set on support column that rank hole inner wall is fixedly connected, the axis of the peripheral board and interior coaming plate
Line is consistent, and sealing ring one is equipped between the peripheral board and the inner wall of stepped hole, is equipped between the interior coaming plate and support column close
Seal two, the space between the peripheral board and interior coaming plate are cavity, and the lower end of the cavity, which is equipped with, pours coagulation for blocking
The template of soil, the appearance lumenal levels are equipped with fagging, and cavity is separated into upper cavity and lower cavity, the upper cavity by the fagging
And/or the lower cavity inner circumferential is uniformly provided with energy-absorbing plate, the energy-absorbing plate perpendicular to interior coaming plate, fagging, the energy-absorbing plate
There are channel, the fagging is equipped with a plurality of deformation slot and is connected to multiple through-holes of upper cavity and lower cavity for top and bottom,
The deformation slot includes a plurality of X axis slot and a plurality of Z axis to slot, and the X axis slot is set on the fagging being located above stringer and X
Axial groove is vertical with stringer, and the Z axis is set on the fagging being located above crossbeam to slot and Z axial groove and beam vertical.
A kind of assembled architecture component by adopting the above technical scheme the utility model has the advantages that the setting due to stepped hole can increase
Add precast floor slab to the bearing area of cast-in-place concrete, can prevent cast-in-place concrete in vibration from stepped hole to a certain extent
The occurrence of disengaging；Since upper cavity and/or lower cavity inner circumferential are uniformly provided with energy-absorbing plate, energy-absorbing plate perpendicular to interior coaming plate,
Fagging, fagging are equipped with deformation slot, and deformation slot includes a plurality of X axis slot and a plurality of Z axis to slot, and X axis slot, which is set to, is located at stringer
On the fagging of top and X axis slot is vertical with stringer, and Z axis is set on the fagging being located above crossbeam to slot and Z axial groove and horizontal
Beam is vertical, and energy-absorbing plate and fagging have certain deformability, can slow down prefabricated building during vibration by the deformation of itself
Plate prevents precast floor slab from causing largely to damage to support column during vibration the lateral impact forces of support column；By
It is successively to form between cast-in-place concrete and support column, precast floor slab, it is cast-in-place therefore between cast-in-place concrete and support column
Easily occurs crack between concrete and precast floor slab, waterproof effect is poor, and the technical program passes through in peripheral board and stepped hole
It is equipped with sealing ring one between inner wall, sealing ring two, the setting of sealing ring one and sealing ring two are equipped between interior coaming plate and support column
It can be improved the waterproof effect between precast floor slab and support column.
Preferably, in order to which the direction for realizing that the edge of energy-absorbing plate is puted forth effort smoothly deforms, the level of the energy-absorbing plate is cut
Face is waveform.
Preferably, a plurality of energy-absorbing slot is longitudinally equipped on the energy-absorbing plate.
Preferably, in order to improve the stability that connection component is connect with precast floor slab, the stepped hole includes upper
Vertical plane, middle horizontal plane and lower vertical plane, the peripheral board include the vertical coaming plate being bonded with lower vertical plane and with middle level
The flanging that face paste is closed, the upper end of the flanging from vertical coaming plate extends radially outwardly.
Preferably, in order to preferably realize deformation of the fagging under shaking force effect, the deformation slot is set to support
The upper surface of plate.
Preferably, in order to realize the convenience of installation and the stability of structure connection, the template and fagging
Between achieved a fixed connection by bolt, the template and precast floor slab push against.
Preferably, it in order to realize the smoothness of cast-in-place concrete circulation and the uniformity of concrete distribution, keeps away
Exempt to accumulate in upper cavity for a long time, the through-hole is circumferentially uniformly provided with four groups, and every group two, two through-holes are symmetrically set in
The two sides of fagging middle line.
Preferably, in order to reach preferable waterproof effect, the flanging is solid by bolt one and middle horizontal plane
Fixed connection, is equipped with sealing ring one between the flanging and middle horizontal plane, the sealing ring one arrives the distance of flanging inner edge
Less than the distance that bolt one arrives flanging inner edge, the interior coaming plate passes through the bolt two being circumferentially uniformly arranged and is fixed on support column
On, the fixation position of the bolt two is higher than the position of sealing ring two.
Preferably, the peripheral board, interior coaming plate are concordant with the lower end surface of precast floor slab.
Preferably, in order to realize that fagging reaches preferable support effect, the depth of the upper cavity and lower cavity
It is identical.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model assembled architecture component installation condition；
Fig. 2 is the enlarged diagram in Fig. 1 at A；
Fig. 3 is the structural schematic diagram of the utility model assembled architecture component；
Fig. 4 is the members structural schematic diagram of the utility model assembled architecture component；
Fig. 5 is the structural schematic diagram without precast floor slab state of the utility model assembled architecture component；
Fig. 6 is the schematic cross-sectional view of the utility model assembled architecture component；
Fig. 7 is the enlarged diagram in Fig. 6 at B；
Fig. 8 is the structural schematic diagram of template in the utility model assembled architecture component.
Wherein: precast floor slab 1；Support column 2；Crossbeam 3；Stringer 4；Stepped hole 5；Peripheral board 6；Interior coaming plate 7；Sealing ring 1；
Sealing ring 29；Fagging 10；Upper cavity 11；Lower cavity 12；Energy-absorbing plate 13；Channel 14；Deform slot 15；Through-hole 16；Template 17；On
Vertical plane 18；Middle horizontal plane 19；Lower vertical plane 20；Vertical coaming plate 21；Flanging 22；Bolt 1；Bolt 2 24.
Specific embodiment
Technical solutions of the utility model are further illustrated with reference to the accompanying drawings and examples:
Embodiment one
As shown in Figures 1 to 8, a kind of assembled architecture component, including precast floor slab 1 and support column 2, on precast floor slab 1
Equipped with connecting hole, precast floor slab 1 is sheathed on support column 2 by connecting hole, the bottom surface of precast floor slab 1 and is fixed on support column
Crossbeam 3, stringer 4 on 2 offset, wherein connecting hole is stepped hole 5, is used for casting concrete in stepped hole 5, and concrete is by platform
Rank hole 5 is filled up, and stepped hole 5 can increase the bearing area of cast-in-place concrete Yu precast floor slab 1 compared with traditional connecting hole,
The occurrence of preventing cast-in-place concrete to be detached from from stepped hole to a certain extent；
Connection component is equipped in stepped hole 5, the upper surface of connection component is lower than the upper surface of stepped hole 5, connection component packet
Include the peripheral board 6 being fixedly connected with 5 inner wall of stepped hole and the fixed interior coaming plate 7 being set on support column 2, peripheral board 6 with it is interior
The axis of coaming plate 7 is consistent, due to being successively to form between cast-in-place concrete and support column 2, precast floor slab 1, cast-in-place mixed
Between solidifying soil and support column 2, easily occurs crack between cast-in-place concrete and precast floor slab 1, waterproof effect is poor, passes through peripheral board
It is equipped with sealing ring 1 between 6 and the inner wall of stepped hole 5, sealing ring 29, sealing ring 1 are equipped between interior coaming plate 7 and support column 2
Design with sealing ring 29 can be improved the waterproof effect between precast floor slab 1 and support column 2；
Space between peripheral board 6 and interior coaming plate 7 is cavity, and the lower end of cavity is equipped with the mould for blocking casting concrete
Plate 17 holds lumenal levels and is equipped with fagging 10, and the setting of fagging 10 increases the structural strength between peripheral board 6 and interior coaming plate 7, supports
Cavity is separated into upper cavity 11 and lower cavity 12 by plate 10, in order to realize that fagging 10 reaches preferable support effect, upper cavity 11
Identical as the depth of lower cavity 12, upper cavity 11 and lower 12 inner circumferential of cavity are uniformly provided with energy-absorbing plate 13, in order to realize energy-absorbing plate
The direction that 13 edge is puted forth effort smoothly deforms, and the horizontal cross-section of energy-absorbing plate 13 is waveform, and energy-absorbing plate 13 is perpendicular to interior coaming plate 7, support
Plate 10, there are channel 14, fagging 10 is equipped with deformation slot 15 and is connected to upper cavity 11 under for the top and bottom of energy-absorbing plate 13
The through-hole 16 of cavity 12, can be realized passing through for cast-in-place concrete, in order to preferably realize that fagging 10 is acted in shaking force
Under deformation, deformation slot 15 be set to fagging 10 upper surface, in order to realize cast-in-place concrete circulation smoothness and concrete
The uniformity of distribution avoids accumulating in upper cavity 11 for a long time, and through-hole 16 is circumferential to be uniformly provided with four groups, every group two, two
Through-hole 16 is symmetrically set in the two sides of 10 middle line of fagging；
Deforming slot 15 includes a plurality of X axis slot and a plurality of Z axis to slot, and X axis slot is set to the fagging 10 for being located at 4 top of stringer
Upper and X axis slot is vertical with stringer 4, and Z axis is set on the fagging 10 for being located at 3 top of crossbeam to slot and Z axial groove and crossbeam 3 hang down
Directly, energy-absorbing plate 13 and fagging 10 have certain deformability, can slow down precast floor slab 1 by the deformation of itself to support column
2 lateral impact forces prevent precast floor slab 1 from causing largely to damage to support column 2 during vibration；
The lower end of cavity is supported after column 2, crossbeam 3 and stringer 4 block and forms four openings, and template 17 is for blocking this
Four openings, the shape of template 17 are matched with open shape, in order to realize the convenience of installation and consolidating for structure connection
Property, it is achieved a fixed connection between template 17 and fagging 10 by bolt, template 17 and precast floor slab 1 push against, the template 17 of lower end
It can be removed after cast-in-place concrete is curing.
In order to improve the stability that connection component is connect with precast floor slab 1, stepped hole 5 includes upper vertical plane 18, middle level
Face 19 and lower vertical plane 20, peripheral board 6 include the vertical coaming plate 21 being bonded with lower vertical plane 20 and are bonded with middle horizontal plane 19
Flanging 22, the upper end of flanging 22 from vertical coaming plate 21 extends radially outwardly.
Flanging 22 is fixedly connected by bolt 1 with middle horizontal plane 19, is equipped between flanging 22 and middle horizontal plane 19
Sealing ring 1, the distance of sealing ring 1 to 22 inner edge of flanging are less than the distance that bolt 1 arrives 22 inner edge of flanging,
Interior coaming plate 7 passes through the bolt 2 24 being circumferentially uniformly arranged and is fixed on support column 2, and the fixation position of bolt 2 24 is higher than sealing ring
29 position；Peripheral board 6, interior coaming plate 7 are concordant with the lower end surface of precast floor slab 1.
Embodiment two
In order to which the direction for realizing that the edge of energy-absorbing plate 13 is puted forth effort smoothly deforms, a plurality of energy-absorbing slot is longitudinally equipped on energy-absorbing plate 13
(not shown).
The mounting means of template 17 is realized using bolt and is fixedly connected with fagging 10 in the design, at this time template 17 in advance
Floor 1 processed pushes against, and achievees the effect that sealing is open, can also be used and be directly installed on template 17 on the lower surface of precast floor slab 1,
Same sealing effect can be reached.
A kind of construction method installation steps of assembled architecture component:
1. precast floor slab 1 to be first lifted into the installation site of support column 2；
2. connection component is placed in stepped hole 5；
3. installing bolt one between flanging 22 and middle horizontal plane 19, the fixation of connection component and precast floor slab 1 is realized
Connection；Bolt two is installed between interior coaming plate 7 and support column 2, realization connection component is fixedly connected with support column 2；
4. template 17 is separately mounted on the bottom surface of precast floor slab 1, the sealing to 5 lower end surface of stepped hole is realized；
5. cast-in-place concrete and being smoothed out, curing certain time in stepped hole 5；
6. form removal 17.
The above are merely preferred embodiments of the present invention, it is noted that for those skilled in the art,
Under the premise of not departing from the utility model structure, several modifications and improvements can also be made, these also should be considered as practical
Novel protection scope, these all will not influence the effect and patent practicability of the utility model implementation.
Claims (10)
1. a kind of assembled architecture component, including precast floor slab and support column, the precast floor slab is equipped with connecting hole, described pre-
Floor processed is sheathed on support column by connecting hole, and the bottom surface of the precast floor slab and fixed crossbeam on the support columns are indulged
Beam offsets, it is characterised in that: the connecting hole is stepped hole, is equipped with connection component in the stepped hole, the connection component
Upper surface is lower than the upper surface of stepped hole, and the connection component includes the peripheral board being fixedly connected with stepped hole inner wall and fixation
It is arranged interior coaming plate on the support columns, the peripheral board is consistent with the axis of interior coaming plate, the inner wall of the peripheral board and stepped hole
Between be equipped with sealing ring one, between the interior coaming plate and support column be equipped with sealing ring two, between the peripheral board and interior coaming plate
Space is cavity, and the lower end of the cavity is equipped with the template for blocking casting concrete, and the appearance lumenal levels are equipped with fagging,
Cavity is separated into upper cavity and lower cavity by the fagging, and the upper cavity and/or the lower cavity inner circumferential are uniformly provided with suction
Can plate, the energy-absorbing plate is perpendicular to interior coaming plate, fagging, and the top and bottom of the energy-absorbing plate are there are channel, on the fagging
Multiple through-holes equipped with a plurality of deformation slot and connection upper cavity and lower cavity, the deformation slot includes a plurality of X axis slot and a plurality of Z
Axial groove, the X axis slot is set on the fagging being located above stringer and X axis slot is vertical with stringer, and the Z axis is set to slot
On the fagging above crossbeam and Z axial groove and beam vertical.
2. assembled architecture component according to claim 1, it is characterised in that: the horizontal cross-section of the energy-absorbing plate is wave
Shape.
3. assembled architecture component according to claim 1, it is characterised in that: be longitudinally equipped with a plurality of suction on the energy-absorbing plate
It can slot.
4. assembled architecture component according to claim 2 or 3, it is characterised in that: the stepped hole include upper vertical plane,
Middle horizontal plane and lower vertical plane, the peripheral board include the vertical coaming plate being bonded with lower vertical plane and are bonded with middle horizontal plane
The upper end of flanging, the flanging from vertical coaming plate extends radially outwardly.
5. assembled architecture component according to claim 4, it is characterised in that: the deformation slot is set to the upper table of fagging
Face.
6. assembled architecture component according to claim 5, it is characterised in that: pass through bolt between the template and fagging
It achieves a fixed connection, the template and precast floor slab push against.
7. assembled architecture component according to claim 6, it is characterised in that: the through-hole is circumferentially uniformly provided with four groups,
Every group two, two through-holes are symmetrically set in the two sides of fagging middle line.
8. assembled architecture component according to claim 7, it is characterised in that: the flanging passes through bolt one and middle water
Plane is fixedly connected, and sealing ring one is equipped between the flanging and middle horizontal plane, and the sealing ring one arrives flanging inner edge
Distance be less than the distance that bolt one arrives flanging inner edge, the interior coaming plate passes through the bolt two that is circumferentially uniformly arranged and is fixed on
On support column, the fixation position of the bolt two is higher than the position of sealing ring two.
9. assembled architecture component according to claim 8, it is characterised in that: the peripheral board, interior coaming plate and prefabricated building
The lower end surface of plate is concordant.
10. assembled architecture component according to claim 9, it is characterised in that: the depth of the upper cavity and lower cavity
It is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032910.8U CN208472935U (en) | 2018-07-02 | 2018-07-02 | Assembled architecture component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821032910.8U CN208472935U (en) | 2018-07-02 | 2018-07-02 | Assembled architecture component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208472935U true CN208472935U (en) | 2019-02-05 |
Family
ID=65212389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821032910.8U Active CN208472935U (en) | 2018-07-02 | 2018-07-02 | Assembled architecture component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208472935U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755969A (en) * | 2018-07-02 | 2018-11-06 | 吉首大学 | A kind of assembled architecture component |
| CN111206684A (en) * | 2020-01-20 | 2020-05-29 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
-
2018
- 2018-07-02 CN CN201821032910.8U patent/CN208472935U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755969A (en) * | 2018-07-02 | 2018-11-06 | 吉首大学 | A kind of assembled architecture component |
| CN108755969B (en) * | 2018-07-02 | 2023-09-08 | 吉首大学 | Assembled building element |
| CN111206684A (en) * | 2020-01-20 | 2020-05-29 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
| CN111206684B (en) * | 2020-01-20 | 2021-06-01 | 徐州工业职业技术学院 | Industrial assembled plate column steel structure system |
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